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RC-07-1317Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -53492 Permit Number RC-6-07-1 1 Inspection Date: 07/18/2007 Inspector: Grande, Claudio Owner: COLLINS, MARTH ANNE Job Address: 525 101 Street NE Miami Shores Village, FL Project: <NONE> Contractor: MARKO DOOR PRODUCTS Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number (305)758 -2972 Parcel Number 1132060171110 Lot: Phone: (954)587 -1011 Building Department Comments r7 /) AIL 192001 Passed Inspector Comments my Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, July 17, 2007 Page 2 of 2 Miami Shores Village 11C g 7 a= Building Department JUN 2 2 ,, g p 2��7 X0050 N.E.2nd Avenue, Miami Shores, Florida 33138 BUILDING 01 10P-107 - Permit No. 1 Vie. -7 PERMIT APPLICATION 14 FBC 2004 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Owner's Name (Fee Simpl uildng Owner's Address 3-2.(;"- City 1414)-7414 4/),& Tenant/Lessee Name 7_201 Master Permit No. Electrical Plumbing Mechanical Roofing older) CO L1I hI S I Phone # dos-- V7 0.6 . State Le y,��g Zip 33i 3 B' Phone # Job Address (where the wok is being done) 5. 2S ,t) - e /C)/ c�7 " City Miami Shoes Village County Miami -Dade Zip 33/ 31 FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company N e ,1�0 )oo 2 Contractor's Address .S Z ® yr f A d 2' City »d /® Phone # f$5/_ 81— / b1 / State FG - Zip 333 / C/ Qualifier Name /2ppJ Are %�vN Phone# g�1— ire - ©%>6 Certificate of Competency No. State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this P'rmit $ Type of Work: DAddi on Describe Work: 6: 44 C‘" Submittal Fee $ Notary $ Scanning $ Bond $ Square / Linear Footage Of Work: DNew Repair/Replace ❑ Demolition - / -{'cd 76 J" ve•e 4,,e, Permit Fee $ raining/Education Fee $ 0 -40 Radon $ DPBR $ Structural Review. $ CCF $ 1. dQ CO /CC Technology Fee $ 2.15 Zoning $ Code Enforcement $ Double Fee $ JU4 PAID Total Fee Now Due $ 117. • LIN See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address AI City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State < Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the ap ilea must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivere'�to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of cornrencement must be post, % at the job site for the first inspection which occurs seven (7) days after the building permit is issued In jthe abse < e of such 'osted notice the d' inspection will not be approved anda reinspection fee will be charged. C4so? 6- 5-6 ® - 31-466 C Signatur Ci f. Signahy'j �rz 1. Owner or Agent Contractor The foregoing instrument was acknowledged before me this a 0 The foregoing instrument was acknowledged before me day of 'c.I y Q , 20 01, by [l 14t& Co( Its , day of L1 11`� , 20 01, by ',L..1c. who is personally known to me or who has produced 1piLs who i ersonally know to me or who has produced l C c2vt As identification and who did take an oath. as identification and who did take an oath. �.O NOTARY Ps- Sign: Print: AJi Nom.. l�l 1Ft My Commission Expires: State Certificate or Registration No. NOTARY PUBLIC -STATE OF FLb' 1i A RY PUBLIC: c Nina McKenna Sign: ` i v,;,J 1Commisszon#DDd74112 C �s Expires: MAY 14, 2011 Print: pi N a0 BONDED THRU ATLANTIC BONDING CO., INC. My Commission Expires: (Certificate of Competency Holder) iv in TPUBLIGSTATE OF FLORIDA • '•� Nina McKenna jj ) Commission #DD674112 °•..,,,,•'' Expo: MAY 14, 2011 BONDED TWO ATLANTIC BONDING CO., INC. Certificate of Competency No. /I C eeli' •******************************* * * * * * * * * * * * * * * * * * * * * * * *, * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 * * ** * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner t' Engineer Zoning • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• MARKO DOOR PROhtfCT►:: •;: • ;•; ••• "Garage • Garage Door.Specialism „ •• • • • ••• ••• • • uVbl'lt'. inarkodooi: (0111 •• • • • •• ••• •• • • • • • • • OOOOOO CALCULATION SHEET FOR RETROFIT GARAGE DOOR FOR REOVIRteDeSICN'egESSCRES FOR DADE COUNTY HIGH VELOCITY HURRICANE ZONE, BASIC WINDSPEED 146 MPH, USING; TABLE FBC 1609.6L 8150 MPH) & TABLE FBC 1609.6011(ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE) * * * ** SEE TABLES ATTACHE 1****** SQAURE FEET OF GARAGE DOOR //z MEAN ROOF HEIGHT GARAGE GARAGE DOOR SIZE /69 I ) 7 1 POSITIVE DESIGN PRESSURE AS PER TABLE FBC (2004) 1609.6B, 150 BASIC WINDSPEED ZONE 5 /,� COEFFICIENT AS PER TABLE FBC (2004) 1609.6D, EXPOSURE "C” 10 POSITIVE DESIGN PRESSURE REQUIRED AS PER FLORIDA BUILDING CODE 2004 NEGATIVE DESIGN PRESSURE AS PER TABLE FBC (2004) 1609.6B, 150 BASIC WINDSPEED ZONE 5 COEFFICIENT AS PER TABLE FBC (2004) 1609.6D, EXPOSURE "C" NEGATIVE DESIGN PRESSURE REQUIRED AS PER FLORIDA BUILDING CODE 2004 SUBJECT TO COMPUANCE TH ALL FEDERAL STATE AND COUNTY RULES AND REG(J TIO m N o rcial 9UM 2 2 2001 � . __.._oo°oomo000 ® ®___ Electric Openers • Sales & Service 5320 Slate Road 84 • Davie, FL 33314 Broward (954) 434 -2165 • Dade (305) 947 -7639 • Fax (954) 587-4588 MIAMlDiADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) DAB DOORS INC. 12195 NW 98th Ave. Hialeah Gardens, FL 33018 • • • •• • • • • • • • ••• • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• MIAMI-DADE COUNTY, FLORIDA , • • • M 0 -71ADE Ftiatt. BUILDING 110 VES" tLAJLE1t i3THE6T, SUITE 1603 6.1 .•• .•• MAME, TIOR:DA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 • • •www.buil ngcp leonline.com •• • • • • • • • • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee ( BCPRC) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in . areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Residential Garage Door 16' Wide. APPROVAL DOCUMENT: Drawing No.98-05, Sheets 1 through 4 of 4, titled "Sectional Residential Garage Door," dated 02/23/98, with last revision on 05/20 /05, prepared by AI- Farooq Corporation, signed and sealed by H. Farooq, PE. bearing the Miami -Dade County Product Control Approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement; "Miami Dade County Product Control Approved or MDPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panel under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Miami -Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities, and a notarized statement from the manufacturer that only coils with yield strength of 39,000 psi or more shall be used to make panels for Miami Dade County under this Notice of Acceptance. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Candid�.E, Font PE. 7A. //OS NOA No: 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 Page 1 DAB DOORS INC. • .. • • • • •• • • ••• • • •.•. • • • • • • • • • ... • • • • • • • • • ... • • • • ••. • •. • • • • • • • •.• .. • • •••• • • ...• • •.•. . . . NOTICE OF ACCEPTANCE: EVIDENCE PAGE ' • • A DRAWINGS • • • • • • • • • • • • • . • ....... • 1. Drawing prepared by A1- Farooq Corporation titled "Sect oasi esi1e tia1(iarage ;Door", Drawing No. 98 -05, dated 02/23/98 with latest revision bn 05P20/05 ghdet3'1'tlfebugh 4 of 4 signed and sealed by H. Farooq, PE. B TEST 1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 03 -1328 dated 07 /15/03, signed and sealed by R. E. Droz -Seda, PE. 2. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., report No. HETI 03 -1329, dated 07/15/03 signed and sealed by R. E. Droz -Seda PE. 3. Test Report on Tensile Test per ASTM E -8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, report No. HETI 03 -T078 dated 10/3.1/03, signed and sealed by R. E. Droz -Seda PE. C CALCULATIONS 1. Anchor calculations, prepared by Al- Farooq Corporation on 05/10/01, Sheets 1 through 4 signed and sealed by H. Farooq, PE. D MATERIAL CERTIFICATION 1. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per ASTM G155 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing, Inc Report No. HETI 04-A002, dated 09/27/04 signed and sealed by R. E. Droz -Seda PE. 2. Test Reports an Tensile Test per ASTM D638 of "PVC Extrusion Material" prepared by Hurricane Engineering & Testing Inc. Report No. HETI 04-T251 dated 11/29/04 signed and sealed I. Ghia PE. 3. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material" prepared by ETC Laboratories Report No. 04-761 - 15019.0 dated 05/06/04 signed and sealed by J. L. Doldan PE. E STATEMENTS 1. Letter of Code compliance prepared by Al- Farooq Corporation, dated 01/25/05, Signed and sealed by H. Farooq, PE. 2. Letter of No financial interest prepared by Al- Farooq Corporation, dated 01/25/05, signed and sealed by H. Farooq, PE and notarized by V. Bencid. E -1 ©7!21/05 Candido F. Font PE. Sr. Product Control Examiner NOA No 05- 0217.02 Expiration Date: July 21, 2010 Approval Date: July 21, 2005 • • .• •. • ••••.• • • • • • 7 -1/2' X 3' X .071' GALV. STEEL END ROLLER HINGE W/ (8) 014 X 5/8' SITS • ` Vl • 6-1/2' X 3° X .071' ) w /S)s X8816 • ••. wows . 040. • • • • • 30 •• •• �J r, • • _• •.• 1' W M.1O.1#L.•LATCH • •••• • SP.RAAO� ED SLICE V 'yam K (BOTH SIDES) ¢�'QW 8'/ (4) 01fXr/2_ S.M.S. S/g MIN. LOCK' ONFORMS 70 F'BC 1012 REGARDE���O �00R2 • • • • • •••• • 1 DIA. CALLV..FAIRCRAFT X066 • • • W MIN & TO i SA�FACTOR •••• rX3'X0.1' WITH (4) STEEL PLATE SELF DRILLING SCREWS .•.' BRACKET STD. LIFT DOOR DOOR HECHT CONSISTS OF 8 -6' 2 SECTIONS 18' 2 SECTIONS 21' 1 SECTION 18' 3 SECTIONS 21' Y 4 SECTIONS 21' 7-3' 7 -8' 5 SECTIONS 18' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18' 2 SECTIONS 21' 8-3' 2 SECTIONS 18' 3 SECTIONS 21' 8-8' 1 SECTION 18' 4 SECTIONS 21' 5 SECTIONS 21' - 9' 6 SECTIONS 18'. 5 SECTIONS 18' 1 SECTION 21' 8• -8' 4 SECTIONS 18' 2 SECTIONS 21' 9.-9• 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 18-3' 1 SECTION 18' 8 SECTIONS 21' 10. -6' 8 SECTIONS 21' 10. -9" 11' 6 SECTIONS 18' 8 SECTIONS 18' 1 SECTION 21' 2 SECTIONS 21' 11' -3' 4 SECTIONS 18' 3 SEC11063 21' 11'-8' 3 SECTIONS 18' 4 5E00085 21' 11' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 sEcn0N5 18° 8 SECTIONS 21' 18 -3' 7 SECTIONS 21' 12' -8' 8 SECTIONS 18' 2 SECTIONS 21' 12' -9° 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' -3' 3 SECTIONS 18' 5 SECTIONS 21' 13'-8• 2 SECTIONS 18' 8 SECTIONS 21' 13' -9° 1 SECTION 18' 7 SECTIONS 21' 14' 8 SECTIONS 21' 14. -3' 8 SECTIONS 18' 3 SECTIONS 21' 14' —e' 5 SECTIONS 18'. 4 SECTIONS 21' 4 SECTIONS 18' 8 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 18 -3' 2 SECTIONS 18' 7 SECTIONS 21' 15' -6' 1 SECTION 18' 8 SECT0N5 21' 15' -9' 9 SECTIONS 21' 18' 8 SECTIONS 18' 4 SECTIONS 21' 0 9' PUSH NUT TOP FIXTURE 5-1/2' X 2 -3/4° X 0.1' STEEL PLATE WITH ONE 3//18 -18 MS W/ NUT FASTENED TO END STILE 157}i (6) 014 X 3/4' SELF DRILUNO SCREWS OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE CENTER .STILES SEE SCH. 'A' �■� II.1 11I II■■II D�4 D!! rin: 1� ,•� �IG11 +J7IL� �GI� + I Il 6 a�1�a ��a . a e h.�� had [y AIJ' �AIv W Jolt II))� BRACKET LOW HEADROOM DOOR OPTION Q — 7 -7/8' X 3 -1/8' X .010' WON (4)A014 X 3/4' SOS CENTER STILE OUTSIDE HANDLE =1 E N G 0P110NAL VSNTS (7 5' WIDE AT7'0.C. MAX 0 NG. AREA NOT TO EXCEED 120 SO. IN. END STILE LOCK BAR GUIDES INSTALLED ON END 517LE WITH (4) 014 X 5/8' SMS .1ST X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN II�II 9' -1 TO 11' -10' DOOR WIDTHS l�4 12-0" TO 13' -10' 0006 WIDTHS • MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN L A INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR • THIS PRODUCT I5 RATED FOR LARGE MISSILE IMPACT SCHEDULE 'A' CENTHR SOLES CONFIGURATION DOOR WIDTHS I OF CENTER STIES 8'-0' TO 9'-0' 2 9' +1' TO 11' -10' 2 18 -0' TO 13' -10' 3 14' -0 "70 18-10' 4 15' -11' TO 19 -2' 8 uu =11� II1. II 14'-0 TO 15' -10° M0 1 DOOR WIDTHS DAB DOOR MODEL 824 MAX. SIZE 16' -2' WIDE .X 16' -0' HIGH 24 GA. ROLL FORMED STEEL DESIGN PRESSURE RATING = + 48.0 PSF - 52.0 PSF GENERAL NOTES 1. THIS PROOUer HAS BEEN DESIGNED AND TESTED TO COMPLY WTI THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE 2. ANCHORS SHALL BE AS LISTED. SPACED. AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE WOW. SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE 2IN0 PLATED CARBON STEEL 4. ANCHORING OR LOAO1146 CONDITON5•80T SHOWN IN THESE DETAILS ARE NOT PART OF 160 APPROVAL 5. A 332 INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. • Own DR. STRRU RN FARO lir* 11 •I 15 —11' TO 16' -2' DOOR WIDTHS FlA ANPE i 18887 , • • C. 3838 0 6 2005 . FloAD10322em91P1ytagmitadm rida Data 07 911346 • �:►yxaxr.. MBm10a�I�o QBCho,..::,, a ONAL RESID 68 M �,1 M Z 03 6 si (0 01 0 1 OO y O N rn 8 0 9 2 drawing no.1 98 -05 sheet 1 of 4 • • • • 4 • •• ••4 • •• ••• • • • ••• - 18 GA. X2 -1 4' %34'X2' GALV. STEEL UNBAR REINFORCING TRUSS • TOP OF PANE. TRUSS FASTENED TO •VSRTICAI. INTERMEDIATE STILES W/ TWO �•#1 X 3/8" 5A1.5 AND TO END STILE W/ 414 X 3/4; SEtJ' WNG S. 11111111111• R ••• • • • • • IMMNIMIN •• • •• •• • • • • • • .09g' X AN' X 3 /4rX II • • • 11.BAR R SS PANEL N 17, .c a CAL ED/ATE •�� W1X R e14.MS. /AND °1a I/ SnIES • •• Ili D • • •• • • • • • .058 ALUM PLATE WITH 1/8' X 1. 5.MS. • 48' 0.0. AND RUBBER WEATHERSTRIPPING 1ST SECTION •(BOTTOM) REINFORCING OPTIONAL STOP MOULDING BY DOOR INST STEEL TRACK BRACKET FASTENED TO WOOD JAMB WTIH 5 /18' X 1 -5/8' LAG SCREW HEX WASHER HEAD TYPE A SOUTHERN PINE • 0.55 5 1/2" X 1 -3/4' X 18 GA. OPEN TUBE 0 TOP 8 BOTTOM OF EACH PANEL 1P4X8 SMS ER 1541 OE 1/2' X 1 -3/4' X .058' FORM0 STEEL GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/18' POP WETS 1 -7 8' X 2 -5/8' X .049' STEEL STILE. GLUED AND RIVETED TO PANEL W/ (4) 3/18" RIVETS pop RIVETS 4 /14INfiE /8' 18 GA. X 2- 1/4' X 3/4' X 2° GALV. STEEL UNBAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8' S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRBLNG SCR. INTERMEDIATE SECTIONS REINFORCING 24 GA STEEL PANEL- FLAPS BENT OVER PANEL 1/2' PUNCHED HOLES ®4'0.0. 18 OA. X 2 -1/4' X 3/4" X 2° GALV. STEEL UNBAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ FOUR#g114XXS3 /4. SITS. 51.2 DDI INO SCR. TOP SECTION REINFORCING 3/4" X 2' X 2 -1/2' X .049" STEEL END 511E. CONNECT TO PANES WITH FLAPS AND 5) OR (8) -3/18° AWM RIVETS SEE DETAIL 3° MIN. 'EDGE DISTANCE • 1 -3/8" 2" X 2 -3/18" X 3-1/2° X .010' STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2-1_/8" X 1° X .078' GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X !VW" TRUSS HD. RrT€e a & 1,0cX NUT 7/8' PUSHNUT INSTALLED ON ROLLER SHAFT 7-142v". 5.0501" INTERIOR SIDE C&N1ER HINCE SECTION B -8 7 -1/2 X .071' END ROLLER HINGE 1.82' DIA X .50' STEEL ROLLERS W/ .44 DIA. X • 5" STEM 0. • 3/18' POP RIVETS/ AT 4" 0.0. (8 FOR 21" STOLES (5) FOR 18° SOLES END STILE 024' S PANEL r� SM. SOUR BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE INSTALLED IN 9/18' DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8' DIA. POWERS WEDGE BOLT ANCHOR 3 -1/2- MIN. BASED INTO GROUT FILLED BLOCK 2' MIN. EMBED INTO CONC. (3000 PSI MIN.) 1 PER BRACKET 11/ -20 S5 BOLT NUT E,on 08. HUMAYoUN FARWO STRUCTURES FLA. PE t51.4457 JUN 01 2005 edinP>l4RB•Alth DBts NOM Mond Dade met Conhd DTvlebn 02 Td •"s 8 0 1 v • V 5 2 L-. 1� N T 0 1 4 drawing no. 98 -05 (sheet 2of 4 ) • •• • •• • • •• • •• • •• • •• • • •• 2" POP RIVETS HORIL TRACK SUPPORT AS READ. S /18' % 1 —S /8' LAG 5 /SCREWS SLEEVE WANCHORS BY DOOR INSTALLER ?.� GARAGE\98 -05DA8 —NEW). • •••• • •••• • e••• •••• • • • • • •••• • •••• • • • • • 14 GA GALV. STEEL ADJUSTABLE SLIDE WITH 1 -1/4' EMBED INTO .MASONRY 3 PER BRACKET 2 -1/2' X 4-1/4- X 13 GA STEEL PLATES WELDED TO 1 -1/2' X 1 -1/2° x 14 GA ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS I '' 1��HORIZ ► I CAST ALUM. CENTER SUPPORT READ. ON DOORS CABLE DRUM O ' ii EXCEEDING 8 FT. IN HMG ,PORATION c PRODUCT DESIGN 4%. (305) 262 -6978 FASTENED TO BRACKET /lO, ��� liti • yi • • • • . • • • • `� HORIZONTAL REINFORCEMENT .EI�T- DOUBLE TRACK B. LOW HEADROOM OPTION u� TRACK LENGTH = OPENING HEIGHT PLUS 12' �� - - 1G/LIDDW PA/il! %M D FASTENED TO ( "' VERTICAL STILES WITH • • (2) VC PiF•RIVETS • • • • • 2 -3/44 • i- d,(Riix 3' X MIN I� I _ DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B7 B2 83 84 B5 B6 87 - B8 111.1 �� . 6'-0' 18' 18' 18' 18' N/A r 11 -3/4' 23° 34' 45° 56° 67° - 6'-6° 21° 1B' 18° 21° N/A r 11 -5/4` 23° 34' 45° 58° 87° — • • It _ • .104' • • T ROUX KET (DO„ • • F 'W ( 14 X 5/8 5.1.4.5. 2 X 5-1/2° x .104" • • ST g�V• `''T�- FASTENED W/ (4) ALLE4R BMC� FOR • LOW HEADROOM DOOR OPTION HO2'SIP AL REINFORCEMENT • • 1 )2•I10114/4' X ma* FORMED STEEL _ • GLUED TO PANEL AND FASTENED TO VIIRTICALOSIIRES WITH II • • • (2% 3/#8• POP RIVETS • � • 5/16' MEETING RIB l-', • W/ .44 olA .50' STEM ROLLERS = • ) - • GPDONAL INSULATIONS o 'APACHE p Q¢ O m - 7 -0' 2r 21° 21' 21° N/A 1' 11 -3/4° 23' 34' 45° 56' 67" 78-1/4" 11 II 7' -8° 18' 18' 18° 18' 18° 1' 11-3/4" 23" 34' 45° 56' 67° 78 -1/4° 8' -0° 21' 18" 18' 18' 21' 1' 11 -5/4' 23' 34" 45• 58° I 67' 78 -1/4° '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN FT. HIGH. USE ADDITIONAL TOP BRACKETS AT 10' 0.0. - 14 GA. GALV. STEEL TRACK 2-1/2" R 3-3/4' X 12 GA. OR • 2 -1 /Y.X 4-1/4' X 12 GA. CONK CT D TO TItACK3 /WI6111 ONE 1/4-20 BOLTS & NUTS. �.. I ill m _ csro 8 Fig 0 in I I. DAB DOORS INC. 12195 N.W. 98 TH. AVE HIALEAH GARDENS, Ft. 33018 m. (305) 556 - 6624 m ;'- r-j_11.4 I III I' 13Y PRODUCTS Mr P II' Him SLEEVE ANCHO' SPA'!! EPS- EXPANDED POLYSTYRENE DENSITY .• 1.07 PCF STEEL STRUCTURE BY •• -' >+ - ';1��I'L��Ja.,l`Il N.OA �O1- 1108.08 OR • • • MUST SUPPORT THE �%a "W '®'�4�� BY WOR SYSTEM '. ���i� 5' �_ 50-28 POLY- ISOCYANURATE DENSITY - 2.0 PCF I- N.OA #01-1108.06 � i�?..��iCA7L 8' 1 II i � �'.J2VA 9l)iNT� .�WVJ. 3000 PSI - 1/4' 0 HEX • M.S. & LOCK a , „ �T - II- t/1 A .a !I pR • 0. ROLLL R HINGES FASTENED W/ (6) r 14 X 5 /8' SMS . I �, �d�a. STEEL ANGLE —1 . % 3-3/4" X.10. O- r4� , — 1/2'.,— r M M64..024' 024" ROLL FORMED STEEL PANEL DRAWING OUALIIY 0-40 - m� 1 1/2° 1 - I I II 2- 1/2 ... X 4-1/4' X — 5 . STEEL T BRAG ". ±I °... TO CO = ANG .4.. 1/4-20 SS BOLT & d MIN. YIELD STRENGTH = 38 KSI 0a, 1111 WITH PRIMER AND BAKED -ON POLYMER TOP TRACK CONFIGURATION (3) 1/4 o spot y J� ONE PER BRACKET 2- B' X 1° x .078' = � STEEL TRACK � PLATES W z 1FA 5 4�LOCK TRUSS HD. a TO STEEL V. . I a :.: I 1::' . ,'1 : :.1 • . a - • WOOD FRAME BUILDINGS c o S.K .533=13 8 °q iii STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (31 2X6 PRESSURE TREATED GRADE 2 OR BETTER W000 STUDS 12 OA DALV. STEEL STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. BOTTOM BRACKET FASTENED WOOD BUCK CONNECTION TO MASONRY V u - I .--. —.- I rs I -..- • I �` S -: f, 4 TRACK SHALT. BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED 206 WOOD JAMBS WHICH SHALL BOTTOM SEAL BE ANCHORED TO GROUTED REINFORCED MASONRY .058 ALUM PLATE BLOCK WALL OR CONC. COLUMN W/ 1/4' TAPCONS (Ow) WITH 1/8° X 1' S.M.S. O 48' O.C. WITH 1 -3/4' EMBED AND A SPACING OF T• c.c. AND RUBBER WEATHERSTRIPPING OR 3/8' DA. HILTI SLEEVE ANCHORS, 1 -3/4' MIN. EMBED AND A SPACING OF !0° O.D. THE BLOCK WALL CELLS fngrs BR. HUfWY N FAR000 FLA: PE 18357 CA.N.. iy JUN 2005 APPYm'hd se comP,yffigwtmeTT4 Florida Bid �.,, DITTO OF. NOM % ' vAir M1em Qom �- allit .- drawing no. 98-05 SHALL BE GROUT FILLED AND RIFINFOXID WIIM FOUN i 6 BANK EfTENbINO INTO SECTION A -A FOOiMG SHALL BE CONTINUOUS FROM BEAMS FOOTING. SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES .PREPARATION OF JAMBS BY OTHERS (sheet 3of 4 sheet 4ot 4 ) • '• • • • • • •••• ••• • • • Si • • • • • • • ••p• •• • • • • • • •• • • 0 c DOOR PANEL 24 GA. (.024) STEEL IAN. • • •• • • • • X7/16' 014. WASHER • • • • • 4'1 5Ms • • �C•�3•f a° ID •FROM ENDS o.c. MAx. • •••• • (oils % 3/4' 8145 • 1 -3/8' FROM ENDS • IYY 4116/2' 0.0. MAX • • •• •f3 X.02 DEEP 1/4• POLYCARBONATE LEXAN BY GE NOA #03- 1210.04 (4) #8 X 3/4' 5145 • 1 -5/8' FROM ENDS AND 6-1/2' 0.C. MAX. DOOR PANEL 24 GA. (024) STEEL MIN. brawl Ind hid Ir 1.,. A pry JIIIIMMIE —' psi A 1' 'il A =(111`f =l L��Lr1� 1,11■111 A' INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION * INTERIOR FRAME ' RIGID PVC ONE PIECE INJECTION *PLASTIC COMPUES WITH SECTION 2605.2 OF FBC 2001 SEE EVIDENCE PAGE Esgj DR. PARD00 siRUCTUREs !IA. PEA 18587 C.A.N. akin • ,JUN -0 6.2005. Approved an mr3p(gingw/18 G A NOoad DWh BY • 0 to rr' A c 0 8 6 I k drawing no. 98 -05